【摘要】 文章根据土质边坡安全系数计算原理和可靠度JC迭代计算方法,通过建立弹塑性本构模型,对某非均质边坡的稳定性进行了数值模拟分析。结果表明,该边坡处于稳定状态,该数值分析精度满足规范要求。更多还原

【Abstract】 Through the safety index calculation principle and reliability JC iterative calculation method,the article performs data simulation analysis on the stability of a nonhomogeneous side slope by building an elastic-plastic model.The result shows that this side slope is at a stable condition and the accuracy of this data analysis meets the standard requirement.更多还原